J.2b_LWMP_II_drawings_2_of_4.pdf

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Water Pipe Expansion and provision of WASH Services in Health Facilities
Solicitation number
72066919R00007
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Attachment J.2b LWMP II drawings

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This project was made possible by the United

States Agency for International Development and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

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REFERENCE

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AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S113.dwg 10/22/2018 5:13:27 PM Jeffers, Scott

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DESCRIPTION

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DESIGNED BY:

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FILE NO.:

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SUBMITTED BY:

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CHK BY:

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USAID LIBERIA MUNICIPAL WATER PROJECT II

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L M W P II

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LMWP

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13-JUL-2018

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FINAL DESIGN SUBMITTAL

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13-JUL-18

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MRH

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AutoCAD SHX Text 60'

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AutoCAD SHX Text 120'

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SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S114

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SANNIQUELLIE

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PIPE G1 STA 4+50 TO 14+75

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SMM

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SMM

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MRH

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TETRA TECH

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LMWP-C-S113

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SEE SHEET C-S113 FOR CONTINUATION

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NO PROFILE INFORMATION AVAILABLE

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PROPOSED 100MM PVC WATERMAIN

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EXISTING 150MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE (TYP).

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PROPOSED THRUST BLOCK

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PROPOSED 150MM GATE VALVE

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PROPOSED 150MM GATE VALVE

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PROPOSED 100MM GATE VALVE

AutoCAD SHX Text PROPOSED CONNECTION TO EXISTING 150MM PVC WATERMAIN VIA A CUT IN TEE. CONTRACTOR TO INSTALL 150MM x 150MM x 100MM TEE.

AutoCAD SHX Text

EXISTING KIOSK

and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text A

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SHEET

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REFERENCE

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NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S115.dwg 10/22/2018 5:13:43 PM Jeffers, Scott

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DATE

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DESIGNED BY:

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DATE:

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FILE NO.:

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SUBMITTED BY:

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CHK BY:

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USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

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AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

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LMWP

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13-JUL-2018

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FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

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MRH

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AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

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SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S115

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SANNIQUELLIE

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PIPE H STA 7+50 TO 12+19

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PIPE I STA 0+00 TO 6+50

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SMM

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SMM

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MRH

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TETRA TECH

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LMWP-C-S115

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SEE SHEET C-S113 FOR CONTINUATION

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SEE SHEET C-S116 FOR CONTINUATION

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NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

EXISTING 150MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE

AutoCAD SHX Text

EXISTING FIRE HYDRANT SERVICE AND FIRE HYDRANT WITH GATE VALVES AND THRUST BLOCK

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text CONNECT TO LOCATE AND FIELD VERIFY LOCATION, SIZE AND INVERT OF EXISTING 150MM PVC STUB. INSTALL NEW 100MM x 100MM x 150MM TEE AND CORRESPONDING GATE VALVES.

AutoCAD SHX Text

PROPOSED THRUST BLOCK

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

PROPOSED TEST PIT

AutoCAD SHX Text

PROPOSED WATERMAIN STREAM CROSSING, SEE DETAIL (TYP)

AutoCAD SHX Text

PROPOSED 100 MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100 MM GATE VALVE

PROPOSED 100 MM GATE VALVE

and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text A

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SHEET

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REFERENCE

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NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S116.dwg 10/22/2018 5:14:00 PM Jeffers, Scott

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DESCRIPTION

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DATE

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SYMB

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APR

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DWN BY:

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DESIGNED BY:

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DATE:

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FILE NO.:

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SUBMITTED BY:

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CHK BY:

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USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

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AutoCAD SHX Text H

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AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

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LMWP

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13-JUL-2018

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AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S116

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE I STA 6+50 TO 16+10

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S116

AutoCAD SHX Text

SEE SHEET C-S115 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

EXISTING 150MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE.

AutoCAD SHX Text

EXISTING 150MM PVC WATERMAIN TO REMAIN AND BE PROTECTED IN PLACE.

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED THRUST BLOCK

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

PROPOSED CONNECTION TO EXISTING 150MM PVC WATERMAIN VIA A CUT IN PVC TEE. CONTRACTOR TO INSTALL 150MM x 150MM x 100MM TEE and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text A

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SHEET

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REFERENCE

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NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S117.dwg 10/22/2018 5:14:14 PM Jeffers, Scott

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DESCRIPTION

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DATE

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SYMB

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APR

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DWN BY:

AutoCAD SHX Text

DESIGNED BY:

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DATE:

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FILE NO.:

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SUBMITTED BY:

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CHK BY:

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USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

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AutoCAD SHX Text G

AutoCAD SHX Text H

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

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LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S117

AutoCAD SHX Text

SANNIQUELLIE

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PIPE J STA 0+00 TO 12+00

AutoCAD SHX Text

SMM

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SMM

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MRH

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TETRA TECH

AutoCAD SHX Text

LMWP-C-S117

AutoCAD SHX Text

SEE SHEET C-S118 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

EXISTING 150MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE.

AutoCAD SHX Text

EXISTING 150MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE.

AutoCAD SHX Text

EXISTING TEE TO REMAIN

AutoCAD SHX Text

EXISTING 150MM GATE VALVE (TYP)

AutoCAD SHX Text

PROPOSED THRUST BLOCK

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text PROPOSED CONNECTION TO EXISTING 150MM PVC WATERMAIN VIA A CUT IN TEE. CONTRACTOR TO INSTALL 150MM x 150MM x 100MM TEE

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

AutoCAD SHX Text

EXISTING THRUST BLOCK

AutoCAD SHX Text

EXISTING GATE VALVE TO REMAIN

AutoCAD SHX Text

EXISTING FIRE HYDRANT TO REMAIN AND BE PROTECTED IN PLACE.

N

States Agency for International Development and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

AutoCAD SHX Text A

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SHEET

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REFERENCE

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NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S117.dwg 10/22/2018 5:14:20 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

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DATE

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SYMB

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APR

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DWN BY:

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DESIGNED BY:

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DATE:

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FILE NO.:

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SUBMITTED BY:

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CHK BY:

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USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

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LMWP

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13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S118

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE J SAT 12+00 TO 21+53

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S117

AutoCAD SHX Text

SEE SHEET C-S117 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

PROPOSED THRUST BLOCK

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

AutoCAD SHX Text PROPOSED CONNECTION TO EXISTING 150MM PVC WATERMAIN VIA A CUT IN TEE. CONTRACTOR TO INSTALL 150MM x 150MM x 100MM TEE

AutoCAD SHX Text

EXISTING 150MM PVC WATER MAIN TO REMAIN AND PROTECTED IN PLACE

EXISTING 150MM PVC WATER MAIN TO REMAIN AND PROTECTED IN PLACE

and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S119.dwg 10/22/2018 5:14:41 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

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SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

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FILE NO.:

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SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S119

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE K STA 0+00 TO 8+58

AutoCAD SHX Text

PIPE L STA 0+00 TO 2+50

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S119

AutoCAD SHX Text

SEE SHEET C-S120 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

PROPOSED THRUST BLOCK (TYP)

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text PROPOSED CONNECTION TO EXISTING 150MM WATER MAIN VIA A CUT IN TEE. CONTRACTOR TO INSTALL A 150MM x 150MM x 100MM PVC TEE.

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

AutoCAD SHX Text

EXISTING 150MM WATERMAIN TO REMAIN AND PROTECTED IN PLACE (TYP)

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text PROPOSED CONNECTION TO EXISTING 150MM WATER MAIN VIA A CUT IN TEE. CONTRACTOR TO INSTALL A 150MM x 150MM x 100MM PVC TEE.

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

EXISTING FIRE HYDRANT SERVICE AND HYDRANT TO REMAIN (TYP)

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text NOTE: CONTRACTOR TO EXCAVATE NEAR KIOSK SERVICE LINE AND EXISTING MAINLINE TO FIND AND CONNECT TO LATERAL CROSSING THE STREET.

AutoCAD SHX Text

SEE ENLARGEMENT (BELOW LEFT)

SEE ENLARGEMENT (BELOW RIGHT)

and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S120.dwg 10/22/2018 5:14:54 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S120

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE L STA 2+50 TO 4+33

AutoCAD SHX Text

PIPE M STA 0+00 TO 9+80

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S120

AutoCAD SHX Text

SEE SHEET C-S119 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

EXISTING 150MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

PROPOSED THRUST BLOCK (TYP)

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100MM GATE VALVE (TYP)

AutoCAD SHX Text PROPOSED CONNECTION TO EXISTING 150MM PVC WATERMAIN WITHIN CENTER OF STREET VIA A CUT IN TEE. CONTRACTOR TO SAWCUT EXISTING ROAD AS NECESSARY AND INSTALL 150MM x 150MM x 100MM PVC TEE.

AutoCAD SHX Text 200x100x200 REDUCING TEE

AutoCAD SHX Text

EXISTING 200 MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE

AutoCAD SHX Text CONTRACTOR TO INSTALL 100 MM TEE WITH CORRESPONDING GATE VALVES AND THRUST BLOCK.

100mm GATE VALVE (TYP) and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S121.dwg 10/22/2018 5:15:11 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S121

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE N STA 0+00 TO 13+50

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S121

AutoCAD SHX Text

SEE SHEET C-S122 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

EXISTING 150MM PVC WATERMAIN TO REMAIN AND PROTECTED IN PLACE

AutoCAD SHX Text

EXISTING GATE VALVE (TYP)

AutoCAD SHX Text

PROPOSED THRUST BLOCK

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text

PROPOSED 150MM GATE VALVE

AutoCAD SHX Text PROPOSED CONNECTION TO EXISTING 150MM PVC WATERMAIN VIA A CUT IN TEE. CONTRACTOR TO INSTALL 150MM x 150MM x 100MM TEE.

PROPOSED 100MM GATE VALVE

States Agency for International Development and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S121.dwg 10/22/2018 5:15:16 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S122

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE N STA 13+50 TO 26+50

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S121

AutoCAD SHX Text

SEE SHEET C-S121 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

SEE SHEET C-S123 FOR CONTINUATION

and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text A

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SHEET

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REFERENCE

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NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S121.dwg 10/22/2018 5:15:21 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

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DWN BY:

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DESIGNED BY:

AutoCAD SHX Text

DATE:

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FILE NO.:

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SUBMITTED BY:

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CHK BY:

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USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S123

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE N STA 26+50 TO 34+00

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S121

AutoCAD SHX Text

SEE SHEET C-S122 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

SEE SHEET C-S124 FOR CONTINUATION

AutoCAD SHX Text

CONTRACTOR TO INSTALL AIR RELEASE VALVE AT HIGH POINT ON PROPOSED WATERMAIN.

AutoCAD SHX Text

THRUST BLOCK (TYP)

AutoCAD SHX Text

PROPOSED 100 MM GATE VALVE

AutoCAD SHX Text

PROPOSED 100 MM GATE VALVE

PROPOSED 100 MM x 100 MM x 50 MM TEE and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S121.dwg 10/22/2018 5:15:27 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S124

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE N STA 34+00 TO 44+02

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S121

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text

SEE SHEET C-S123 FOR CONTINUATION

AutoCAD SHX Text CONTRACTOR TO REPLACE EXISTING 150mm ELBOW WITH NEW TEE, GATE VALVE AND THRUST BLOCK.150x100x150 REDUCING TEE.

AutoCAD SHX Text EXISTING 150mm PVC PIPE

AutoCAD SHX Text EXISTING 150mm PVC PIPE

States Agency for International Development and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S125.dwg 10/22/2018 5:15:44 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S125

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE P STA 0+00 TO 9+00

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S125

AutoCAD SHX Text

SEE SHEET C-S126 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 100MM PVC WATERMAIN

AutoCAD SHX Text CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING 150MM PVC STUB OUT AND CONNECT PROPOSED 100 MM PVC WATERMAIN WITH 150 MM TO 100 MM REDUCER.

AutoCAD SHX Text

EXISTING 150MM PVC WATERMAIN TO REMAIN AND BE PROTECTED IN PLACE

and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

REPAIR ALL PAVEMENT SECTION

REMOVED AND REPLACED IN-KIND.

CURBS SHALL BE RESTORED TO

EXISITNG CONDITION WHERE

APPLICABLE. COMPACTION TEST

RESULTS SHOULD MEET

SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE WITH FIELD ENGINEER ON

LOCATION OF SAW CUTS PRIOR TO

COMMENCEMENT OF WORK.

8. PRIVATE CONNECTION LOCATIONS WILL

BE SPECIFIED BY USAID DURING

CONSTRUCTION. THE BOQ INCLUDES

THE NUMBER OF PRIVATE

CONNECTIONS TO BE INSTALLED.

9. CONTRACTOR REQUIRED TO

STAKEOUT, EXCAVATE, PREPARE,

INSTALL, BACKFILL, COMPACT, TEST,

AND DISINFECT ALL WATER MAIN.

10. CONCRETE THRUST BLOCKS

REQUIRED FOR ALL WATER MAIN

INSTALLATION, INSTALLED PER THE

SPECIFICATION AT BENDS, VALVES,

TEES, REDUCERS AND MORE.

N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text P:\44525\127-44525-16005\CAD\SheetFiles\Sanniquellie\LMWP-C-S126.dwg 10/22/2018 5:15:58 PM Jeffers, Scott

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYMB

AutoCAD SHX Text

APR

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK BY:

AutoCAD SHX Text

USAID LIBERIA MUNICIPAL WATER PROJECT II

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

L M W P II

AutoCAD SHX Text

LMWP

AutoCAD SHX Text

13-JUL-2018

AutoCAD SHX Text

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

13-JUL-18

AutoCAD SHX Text

MRH

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1" = 60'-0"

AutoCAD SHX Text C-S126

AutoCAD SHX Text

SANNIQUELLIE

AutoCAD SHX Text

PIPE P STA 9+00 TO 10.85

AutoCAD SHX Text

PIPE Q STA 0+00 TO 9+00

AutoCAD SHX Text

SMM

AutoCAD SHX Text

SMM

AutoCAD SHX Text

MRH

AutoCAD SHX Text

TETRA TECH

AutoCAD SHX Text

LMWP-C-S126

AutoCAD SHX Text

SEE SHEET C-S125 FOR CONTINUATION

AutoCAD SHX Text

SEE SHEET C-S127 FOR CONTINUATION

AutoCAD SHX Text

NO PROFILE INFORMATION AVAILABLE

AutoCAD SHX Text

PROPOSED 50MM HDPE WATERMAIN

AutoCAD SHX Text

PROPOSED 100 MM X 50 MM X 50MM TEE.

AutoCAD SHX Text

PROPOSED 50 MM CAP

AutoCAD SHX Text

PROPOSED 50 MM GATE VALVE (TYP)

AutoCAD SHX Text

PROPOSED 100 MM PVC WATERMAIN

States Agency for International Development and the generous support of the American

People through USAID Global Architecture and

Engineering II IQC Contracts.

FINAL

DESIGN

SUBMITTAL

NOTES:

1. AIR RELEASE/BLOW-OFF VALVE

LOCATION TO BE PLACED AT HIGH OR

LOW POINTS AND DEAD ENDS AS

INSTRUCTED BY THE ENGINEER.

HYDRANT OUTLET TO BE ARRANGED TO

MINIMIZE EROSION TO SURROUNDING

AREA.

2. COMPLETE STREAM AND CULVERT

CROSSINGS PER THE APPROVED SHOP

DRAWING BASED ON DETAIL.

CONTRACTOR TO COORDINATE FINAL

ALIGNMENT AND DESIGN AT EACH

CULVERT CROSSING WITH FIELD

ENGINEER PRIOR TO COMMENCING

WORK. FINAL DESIGN FOR EACH

CULVERT SHOULD BE INCLUDED IN

AS-BUILTS.

3. CONTRACTOR SHALL TAKE CARE TO

AVOID CONTAMINATING EXISTING

WATER SYSTEM AND PREVENT

EROSION. CONTRACTOR SHALL

SUBMIT EXECUTION PLAN FOR THESE

ACTIVITIES IN WRITING FOR APPROVAL

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO FIELD VERIFY

LOCATION, DEPTH AND SIZE OF

EXISTING WATERMAIN PRIOR TO

MAKING CONNECTION FOR PROPOSED

WATERMAIN.

5. CONTRACTOR REQUIRED TO FURNISH

AND INSTALL ALL APPURTENANCES

REQUIRED TO CONNECT PROPOSED

WATERMAIN TO EXISTING WATERMAIN.

6. WHERE HDPE COUPLING IS INSTALLED,

CONNECTING TWO SECTIONS OF HDPE

PIPE, THE COUPLING SHALL BE

WRAPPED IN BURLAP SACK.

7. CONTRACTOR TO COMPLETE SAW

CUTS IN EXISTING PAVEMENT AS

APPROPRIATE TO COMPLETE PIPE

INSTALLATION. CONTRACTOR TO

R…

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